Billingsly Place over Stream
Map
Coordinates:
+32.33028, -86.1785832°19'49" N, 86°10'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Billingsly Place over Stream |
Structure number: | 019919 |
Location: | 0.2 East of Taylor Rd. |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 159.1 ft. [48.5 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,400 [as of 2006] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.5 |
Estimated cost of work: | $1,944,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Very Good | Very Good | 2400 | 92.5 |
January 2016 | Good | Good | Very Good | Very Good | 2400 | 92.5 |
January 2014 | Good | Good | Very Good | Very Good | 2400 | 92.5 |
January 2012 | Good | Good | Very Good | Very Good | 2400 | 92.5 |
January 2010 | Good | Good | Very Good | Very Good | 2400 | 92.5 |
January 2008 | Good | Good | Very Good | Very Good | 2400 | 92.5 |
February 2006 | Good | Very Good | Very Good | Very Good | 2400 | 89.5 |